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Permit D10-284 - SABEY CORPORATION - IMPROVEMENT
SABEY 3355 S 120 PL D10 -284 City °I/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htip://www. ci. tukwi la. wa. us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Project Name: SABEY DEVELOPMENT PERMIT Permit Number: D 10 -284 Issue Date: 01/12/2011 Permit Expires On: 07/11/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: JOSH JOHNSON Phone: 206 - 369 -1548 Address: SABEY CONSTRUCTION , 12201TUKWILA INTERNATIONAL BL 98168 Contractor: Name: Address: Contractor License No: Phone: Expiration Date: DESCRIPTION OF WORK: BUILDING IMPROVEMENTS INCLUDE REPLACEMENT OF THE LOBBY PORTALS WITH NEW SECURITY DOORS. Value of Construction: $79,751.00 Fees Collected: $2,094.06 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: I -A Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC-7/10 D10 -284 Printed: 01 -12 -2011 Permit Center Authorized Signature; Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �„:t-� Date: /42._/r, Print Name: this, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so doc: IBC -7/10 D10 -284 Printed: 01 -12 -2011 that its top is not more than 5 feet (1524 mm" ove the floor. Hand -held portable fire extin ers having a gross weight exceeding 40 pounds (18 kg) shall k tailed so that its top is not more than 3.5 fe? (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). doc: IBC -7/10 D10 -284 Printed: 01 -12 -2011 29: A fire alarm system is required for this pry ..ct. The fire alarm system shall meet the regt�nents of N.F.P.A. 72 and City Ordinance #2051. 30: Local U.L. central station supervision is required. (City Ordinance #2051) 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -284 Printed: 01 -12 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Buildiri g Permit N Mechanical Pertnit No. Plumbing/Gas Permit No. Public Yorks Permit No. Project, No. For o j ice use on Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LO Site Address: 3355 S 120th PI, Tukwila, WA 98168 Tenant Name: Sabey Property Owners Name: Sabey Data Center Properties Mailing Address: 12201 Tukwila International Blvd King Co Assessor's Tax No.: 1020304 -9082 Suite Number: 0 Floor: 1 New Tenant: ❑ Yes El ..No Seattle WA 98168 City State Zip when you permit is ready to I Name: Josh Johnson Mailing Address: 3355 S 120th PI Tukwila WA 98168 Day Telephone: (206) 369 -1548 E -Mail Address: joshj @sabey.com City State Zip Fax Number: GENERAL CONT (Contractoriforniation;tor. TION — !lumbing and Gas Piping (Pg Company Name: Sabey Construction Mailing Address: 12201 Tukwila International Blvd Contact Person: Josh Johnson E -Mail Address: joshj @sabey.com Contractor Registration Number: SABEY1033KM Seattle WA 98168 City State Zip Day Telephone: (206) 369 -1548 Fax Number: Expiration Date: 01/12/2011 ARCUITE -All plans must be wet stamped by An Company Name: Sabey Architecture Mailing Address: 12201 Tukwila International Blvd Contact Person: Kara Anderson Seattle WA 98168 E -Mail Address: karaa @sabey.com City State Day Telephone: (206) 281 -4200 Fax Number: Zip ENGINEER OF RECORD * A must be amped by Eng Company Name: Engineers Northwest, Inc Mailing Address: 6869 Woodlawn Ave NE Contact Person: Dan Lake E -Mail Address: danl @enwseattle.com Seattle WA 98115 H:\ Applications \Forns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 6 OEJILDING P :NFOM[ATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 79,751 Existing Building Valuation: $ Scope of Work (please provide detailed information): Building improvements include replacement of the lobby portals with new security doors. Will there be new rack storage? ❑ Yes J.. No If yes, a separate permit and plan submittal will be required. rovide AR Building Areas In Squarer oo #age Below 188,222 183,292 183,292 Addition to Existing Structure on per C Type of Occupancy per 1BC as Attu ;hart. G C PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomts- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1.2009 bh Page 2 of 6 ERIIT APP] CATION, NOTES -- Applicable to I per :s in this ap Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Josh Johnson Mailing Address: 12201 Tukwila International Blvd Date: /07 /[a Day Telephone: (206) 369 -1548 Seattle WA 98168 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: I I H:Apptications1Fomss- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 6h Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY RECEIPT Permit Number: D10 -284 Status: PENDING Applied Date: 10/25/2010 Issue Date: Receipt No.: R10 -02178 Initials: User ID: Payee: WER 1655 Payment Amount: $2,094.06 Payment Date: 10/27/2010 01:57 PM Balance: $0.00 INTERNATIONAL GATEWAY EAST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5000796 2,094.06 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,094.06 1,266.40 823.16 4.50 doc: Receiot -06 Printed: 10 -27 -2010 r• fy p . r INSPECTION RECORD ,Retain a copy with permit INSPECTION NO. • PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 -79 2e4 Project: . :.. . Type of Inspection: /.,(A. .1lo 4 F` ,jAL' . Address: ,� Dat allei: *M 'A Special Instructions: • • Date Wanted:. „ Requester: Phone No: . VApproved per applicable codes. Corrections required prior to approval. COMMENTS: . • . . p, i itt. i IA L? ,,Te- . • • , r • L Inspe or: ` • IDatz ___1( \ U 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rf INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: INfet e. � &A-s-i- Sprinklers: T e of Inspection: 44' , srP T I Pt_ • -+Ad t¢l F Address: Suite #: .".'.7 S la 0-6,..._ Contact Person: Special Special Instructions: Occupancy Type: _ Phone No.: yiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Se - d� 4164 L — d K._ - -e. r `N4f - oL. Needs Shift Inspection: Sprinklers: Date: / 2 Fire Alarm: Hood & Duct:' '• Monitor: Pre -Fire: Permits: Occupancy Type: _ Inspector: c- d-- Date: / 2 - /, - /1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Depar•ment. Call to schedule a reinspection. Billing Address Attn: I Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form. F.P. 113 • .� • r 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �l S 7 a,' po_ �Y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa.!98188 206 -575 -4407 • Project:. ..L� 4E f. Type of Inspection: S j' C o[ Address: 33 Sk- Suite #: S 1D0.1.1, ri Contact Person: Special Instructions: ` • Phone No.: FAT:proved per applicable codes. Corrections required prior to approval. COMMENTS: C U -&l Needs Shift Inspection: Sprinklers: ire Alarm: Hood & Duct: q\nitor: Pre -Fire: Permits: _ Occupancy Type: Inspector: 4:.‘_ c,., s-a- Date: /6A/ (( Hrs.: ( J • $100.00 REINSPECTION FEE REQUIRED.- You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 :1 • a ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY SABEY DATA CENTER Intergate East Building 5 Tukwila, Washington STRUCTURAL CALCULATIONS FOR SECURITY DOOR REMODEL October 19, 2010 ENW Project No. 99- 136030 -43 bioZ8 LI • REVIEWED FOR CODE COMPLIANCE mpg MR) DEC 9 2 2010 City of Tukwila BUILDING DIVIRIn,V RECEIVED OCT 27 2010 PERMIT CENTER • • • • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com Sabey D t Center Bufldins 5 security entry TI I EX JN\,T ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # c9 /36 WU Y,3 PROJECT SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 S 0C `cS— .336-5" —S /2,0 v P�2,9�� stc v2p0.17 63 DATE 5 -2,Q f p SHEET I OF BY ,Qr7ic.. / fO DL 5/b.' #2 cvEW 338'5 /LL- ca, 4e e" Cyf 4/ S [ • to4-Y% d L �0.'6y(fo (2) 345 /62-.33 G<6 Idr� s C . eta. - (12.6 -/) r OI "4 tA) lr� EifAk, " pAYq 2.06 — f 71)K&/ -A. ¢3(- 361-0 Z00 C3 c c?� Z� cam. p /6/ Fr: (9, 3? 3 ) Car) �^ A»44 #/ t L /O w 2 2((z,3s +4,f 333} 9= X6) 2,�5x`f-83.7)63) a%-7 k V a 0. 6 " -- `f 6 3 OUP S2 M t Z, 6—A1 r ? z s tau) .ZB, C, L, Lpf - 47, 5Za Lo ✓ - '/ 22. 28,8 cS/ T& CLAfJ L S 6,994 r� Ff7 F240429 1,4411,t ujiA16 Rz4 J202 2 C17 3 k7-- Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.492 Longitude = - 122.2898 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.491 (Ss, Site Class B) 1.0 0.514 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.492 Longitude = - 122.2898 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.491 (SMs, Site Class D) 1.0 0.771 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.492 Longitude = - 122.2898 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D- Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.994 (SDs, Site Class D) 1.0 0.514 (SD1, Site Class D) �= a, 7 L�A On-gCVn 0 -ad =Z�S r)14( ENGINEERS- NORTHWEST,INC.P.S. SHEET " ‘F 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 CODE = 2006 IBC Size 12' -9" x 4'-4" Medium Seismic Cs = 0.2611 V = 0.261 W T. O. F ra m i n g E L.10' -0" 4'-6' race PLAN Cs (USD) = 0.373 Cs (ASD) = 0.261 Joist LL (for maintenance only) = 10.0 psf Joist DL w/ T bar Ceiling 8 in.joists @ 16 in. o/c = 0.6 psf T -Bar Ceiling = 1.9 psf Misc. = 0.5 psf Total -� 3.p psf Wall DL w/ sheathing each side 5/8" GWB each side of wall = 5.6 psf 3 -5/8" Studs @ 16" o/c = 0.7 psf 12' -9" Misc. = 0.7 psf Total = p Note:- Q = wall numbering system Direction #2 Direction #1 Lateral Directions Wall DL • • • Note:- Braces may occur any place along a solid wall. Joists (aa 16 in. o/c L = 12' -9" w= (10 +3) *1'- 4 "= 17.3plf R = 17.3 *(12' -9 "/2) = 111 # each end See calc.sht.# HC -3 Studs 24 in.o/c L = 9' -8" Loading # 1 P = 201121-91/2 = 111 # Loading # 2 P = 6.7 *(12' -9" )/2= 43 # q =0psf q = 5 psf See calc.sht.# HC -4 Headers #1 L = 12' -9" w =[(10 + 3) *1'- 4721 +8 +41- 8 "*7 =50 plf R = 319 # See calc.sht.# HC -5 #1 Posts L = 9' -O" P max. = 319 # See calc.sht.# HC-4 9/27/2010 ENGINEERS -NORTH W EST, I NC. P.S. 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 Medium Seismic Cs = 0.2611 Size 12'-9" x 4'-4" V = 0.2611 W (ASD) IBC Section 2210 on = 2.0 ASD V = 0.261 W Direction #1 w wt.1 = 3112.75) + (7+ 7)•(10/2) =109 plf Direction #2 w wt.2 _3 *(4.33) +(7*)10 /2) = 48 plf W eq.1 = 0.2611.109 = 28.5 plf W eq.2 = 0.2611'18 = 12.6 plf r SHEET' ' OF (411 Cs (USD) = 0.373 Cs (ASD) = 0.261 E V = • 0.13 kips EV= 0.17 kips Wall Brace L V top Wall self -wt. V wall wt. E V Diagonal Strap Tension # screws Gross up 1 3.33 ft. .13 k .87 k 0.23 k 0.24 k 0.75 kips 4 0.709 k 2 0.00 ft. 0.00k .00k 0.0 k 0.00k 0.00 kips 0 0.000 k 3 4.50 ft. .085 k .29 k 0.08 k 0.12 k 0.29 kips 2 0.267 k 4 4.50 ft. .085 k .29 k 0.08 k 0.12 k 0.29 kips 2 0.267 k #8 screws Required # of screws @ 16ga. Diagonal strap to 16ga. Plate = 4 Required # of screws @ 16ga. Plate to 20ga. end studs = 7 Required # of screws @ 16ga. Plate to 16ga. Top Track = 2 Required # of screws @ 16ga. Plate to 20ga. Bot.Track = 3 Wall Wall Self DLx0.6 Perp.Wall DLx0.6 Sum Walls DLx0.6 Net uplift 1 0.06 kips 0.09 kips 0.15 kips 0.56 Idps 2 0.00 kips 0.00 kips 0.00 kips 1100 kips 3 0.08 kips 0.16 kips 0.25 kips 0.02 kips 4 0.08 kips 0.09 kips 0.17 Idps 0.09 kips Max. uplift = 0.556 kips controlling gage 16 ga 20 ga 16 ga 20 ga Area of 6 in.slab to resist the net uplift @ holdowns = (0.5561( 0.6*0.75))"0.5= 3.52 ft. square - O.Kby inspection w/ slab reinf. slab Mu = 1.4 *0.075*(1.76) "2/2 = 0.163 k -ft/ft. b = 12 ", t = 6" fb = 0.163 *6/(6)2 = 0.028 ksi @ 2 ksi concrete (4 ksi specified) fr = (7.5 ( 2000 )1/2)/1000 = 0.335 ksi 0.335 > 0.028 O.K For Holddown try ( Simpson S /I,.TT20 w/ 1.1 k capacity) > 0.556 k O.K. Use S/LTT 20 holdown Try 1/2 "dia. A-307 or A-36 all- thread embedded 4" into a 9 /16"dia.hole filled w/ Hilti Hit Hy -150 adhesive per IC, Raport # ER -5193. @ Concrete Pc = 2 ksi & 2.125 in. embedment, T allowable = 1.145 *1 = 1.145 k > 0.556 k OK Diagonal Straps needs to be a minimum of 16 gage and 1.5 inches wide Diaphragm Chord T = C = 0.059 kips 1 screws required in chord connection Pesv (n.0)&41' 1 l screw values 0.344 k 0.164 k 0.344 k 0.164 k 9/27/2010 ENWENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS ppa� C� [ �/6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 93 t3-` Odd T 3 PROJECT LOC SUBJECT DATE 9 — SHEET OF le BY L-0? ,4x I ,8 I2 6k c=, (91-11 S P L J7)fi e/ TCA uc 4 P. 6 }S 0,,Sov O,D7- 9003 ` V. 0.6 007) 0 .' y l (),‘19s- /,/ 3 A' Ca rnVaiYC /e /Okec, 1:� A-7,2411.14.) 2,S(/.i3) GU,✓ Ari✓ 2, f3 3 2-3/ 5772. Ge?l sRC-2 ) b L Z. a 3 vg 2- 14 456 pi crr k Y -L5-0 J f 9) (6,x ds) y) ice/ l NRS 1, 6 2 us- 3 "x l 6,u S1/44,A n6t0 {F S%.• I-21-0 Cs n2) w 2 S , 7 - 3 <f,s33fg Jr\ ;, www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mriil: Engineers Northwest Inc., PS DML 6869 Woodlawn Ave. NE Suite 205 -I - Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.9 Sabey Data Center 5 upgrade security entry 9/20/2010 Specifiers comments: anchor loads for strapping 1. Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand -off installation: Anchor plate: Profile Base material: Reinforcement: Geometry [in.] Kwik Bolt 1Z - SS 304, 3/8 (2) h,, = 2.000 in. AISI 304 ESR 1917 9/1/2007 I - design method ACI 318 / AC 193 0, = 0.000 in. (no stand -off); t = 0.500 in. f x ly x t = 6.000 x 12.000 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 3000, f' = 3000 psi; h = 10.000 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [lb, in. -lb] Governing loads N = 343 M= 0.000 Vy =1133 My= 0.000 = 0 M, =0.000 t=0.500 Governing loads (Load case 1) N V. Vy M, My M. 343 0 1133 0.000 0.000 0.000 Eccentricity (structural section) [in.] e.= 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c ) 2003.2009 Hiitl AG, FL -9494 Schaan Hint is a registered Trademark of Hilt AG, Schaan www.hilti.us /0( PROFIS Anchor 2.0.9 Company: Engineers Northwest Inc., PS Specifier. DML Address: 6869 Woodlawn Ave. NE Suite 205 Phone I Fax: - - E -Mail: Page: 2 Project: Sabey Data Center 5 Sub - Project I Pos. No.: upgrade security entry Date: 9/20/2010 2. Load caselResulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: (+Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 343 1133 0 1133 max. concrete compressive strain [960]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)= (0.00010.000) [lb]: 343 resulting compression force in (xly) =(0/0) [lb]: 0 3. Tension load Proof Load N. obi Capacity On [ib] Utilization 13r, [96] = NAN0 Steel Strength* 343 Pullout Strength` N/A Concrete Breakout Strength" 343 most unfavorable anchor "anchor group (anchors in tension) Steel Strength N. [lb] $ 3357 N/A 1284 $=ems $N. [lb] N00 [Ib] 5968 0.750 0.750 3357 343 Concrete Breakout Strength Ant Pr'] AN. Cnl c [in.] c„ [in.] 36.00 36.00 393.701 3.875 10 N/A 27 Status OK N/A OK e„o [in.] We<u+ ear+ [in.] Wear+ VON WWI k0 0.000 1.000 0.000 1.000 1.000 1.000 17.000 NO [lb] $ $sesmc $Nmo [ib] N. lib] 2634 0.650 0.750 1284 343 Input data and results must be checked for agreement with the existing conditions and for piausibilrly4 PRORS Anchor ( c ) 2003-2009 Hiltl AG, FL -9494 Schaan Hitti Is a registered Trademark of Hint AG, Schaan www.hilti.us PROFIS Anchor 2.0.9 Company: Engineers Northwest Inc., PS Specifier. DML Address: 6869 Woodlawn Ave. NE Suite 205 Phone I Fax: - I - E-Mail: Page: 3 Project: Sabey Data Center 5 Sub - Project I Pos. No.: upgrade security entry Date: 9/20/2010 4. Shear load Proof Load VV, [lb] Capacity 4,V„ obi Utilization I), N] = V„ /4V„ Status Steel Strength* 1133 1377 82 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength" 1133 1383 82 OK Concrete edge failure in direction" N/A N/A N/A N/A • most unfavorable anchor **anchor group (relevant anchors) Steel Strength V„ [lb] 4, 4,V„ [lbj V„, [Ib] 2825 0.650 0.750 1377 1133 Pryout Strength Cr+'1 AN. [ln21 c kg, 36.00 e,,.v [in•] 36.00 1.000 W «W eav [in.] W.nN We0.N W pN kQ 0.000 1.000 0.000 1.000 1.000 1.000 17.000 Ne [lb) 4, +seismic Km [lbl V obi 2634 0.700 0.750 1383 1133 5. Combined tension and shear loads YN = N, /4,N, Pv = V. /4,V„ Utilization I)N V [%] Status 0.267 0.823 5/3 83 OK 13N.= RN +R < =1 6. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318 -D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-0 section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing mndilions and for plausibility! PRO IS Anchor (c) 2003-2009 Hlti AG, FL -9494 Schaan Hint Is a registered Trademark of Hilt AG, Schaan www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: Engineers Northwest Inc., PS DML 6869 Woodlawn Ave. NE Suite 205 Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.9 4 Sabey Data Center 5 upgrade security entry 9/20/2010 7. Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: d, = 0.438 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Coordinates Anchor [n.] Anchor x y 1 0.000 0.000 C. C.. cl, A y Anchor type and diameter: Kwik Bolt TZ - SS 304, 3/8 (2) Installation torque: 300.000 in. lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 5.000 in. 0 0 0 0 ko 8 0 0 co x 1 0 0 0 0 m 8 0 0 ko 3.0000 3.0000 3.0000 3.0000 Input data and results must be checked for agreement with the existing conditions and for plausibility) PRORS Anchor (c) 2003 -2009 Hati AG, FL -9494 Schaan HIS is a registered Trademark of HIS AG, Schaan ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET G ®OF Rev. 1/3/0 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS !Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi) min. dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1/2 "(5 /16 "MiN.) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pas = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat = allowable tension force per screw # 7 01510 14 ga. 0.0713 65 Pat= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Ppot = pull -out force per screw # 10 0.1900 Ptsr, = pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 02500 with the screw head NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head I are not to be used. Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 Pas = 3.75 Pas. Fug = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pat = 3.75 Pat I E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2/tt < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu2 Pull - Out Pas= 0.9ttdFut Pat = 0.283t2d Fu2 Pas = 0.9 t2 d Fu2 Pull - over Pat = 0.5ttdwFut • For t2ft, > =2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fut Pas = 0.9 t2 d Fu2 I For 1.0< t2ltt <2.5 Pas shall be determined by the linear interpolation between the above two cases Sc - SIZE GAUGE i #12 #10 ALLOWABLE LOADS (lbs.) #8 #6 d = 0.216 Ld = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL-OUT 25 (18m11) 75 52 71 45 66 39 60 33 22 (27m11) 139 78 131 68 12 59 111 50 20 (33m11) 188 95 177 84 72 128 61 18 (43mi1) 280 124 263 109 94 128 79 16 (54mi1) 569 225 400 198 240 171 128 144 14 (68mi1) 600 283 400 248 240 215 128 181 12 (97m11) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7116 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. I Page 1 9/20/2010 SCREWS Flo 2001 North American Specification ( `0 Project: upgrade security entry Model: main entry header for sliding double doors O Date: 9/27/2010 Nei R1 12.50 ft Section : (2) 600S162 -54 Back -to -Back C Stud (X -X Axis) Maxo = 5054.2 Ft -Lb Moment of Inertia, I = 5.721 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 50.0 ksi Va = 5645.8 Ib Unif Ld lb /ft R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 1757.8 0.348 1757.8 Full 5054.2 0.348 0.293 U512 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 562.5 3.50 4206.5 0.b 0.15 No R2 562.5 3.50 4206.5 0.0 0.15 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 562.5 0.0 1.00 0.10 0.00 0.01 NA R2 562.5 0.0 1.00 0.10 0.00 0.01 NA Project: SDC - 5 Security Entry Model: Typical support column R1 2001 North American Specification Date: 9/27/2010 10.00 ft Section : (2) 3625162 -33 Boxed C Stud (X X Axis) Maxo = 881.7 Ft -Lb Moment of Inertia, I = 1.102 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 2047.2 lb Unif Ld lb /ft R2 6d0* Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 375.0 0.425 375.0 Full 881.7 0.425 0.208 U578 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 150.0 1.00 330.4 0.0 0.54 No R2 150.0 1.00 330.4 0.0 0.54 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 150.0 0.0 1.00 0.07 0.00 0.01 NA R2 150.0 0.0 1.00 0.07 0.00 0.01 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KUr (lb) P/Pa Value Center Span 600.0 (c) None None 98 4417.2 (c) 0.14 0.56 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 for add'nl interconnection requirements 2001 North American Specification w/2004 Supplement ASD DATE: 9/20/2010 SDC - 5 entry remodel SECTION DESIGNATION: 3625162 -33 (2) Boxed INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Steel Thickness = 0.0346 in Inside Corner Radius = 0.0765 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in COMBINED AXIAL AND BENDING LOADS INPUT PARAMETERS Overall Wall Height = 9.0 Lateral Load = 5.0 psf Lateral Load Multiplied by 1.00 for interaction checks Listed Allowable Axial Load multiplied by 1.00 for interaction checks Lateral load not modified for deflection calculations Studs Considered Fully Braced for Bending ALLOWABLE LOADS fib) BRACING NONE MID Pt THIRD Pt SHEATH 2 SIDES DEFLECTION SPACING Maximum 12 in 16 in 24 in KL/r 4380 4258 4021 89 4819 4679 4411 74 4819 4679 4411 74 N/A N/A N/A 74 L/4758 L/3569 L/2379 JOB NAME LOCATION DOOR NUMBER SHEET OF DURA -GLIDE 2000AG ALL GLASS RIGHT HAND SINGLE SLIDE WITH TRANSOM 1/4" SHIM —' SPACE DIRECTIONAL MOTION SENSOR ACCESS COVER EXTERIOR 4 1/211103) FRAME WIDTH N 0 0 0 N N CO N INTERIOR Erb M z z W 0 0 N a 0 lo NOTE: 1/2" TEMPERED GLASS (STANDARD) °VERTICAL SECTION ROUGH OPENING PACKAGE WIDTH INTERIOR PACKAGE HEIGHT PACKAGE HEIGHT PACKAGE WIDTH O ELECTRICAL_ --t 4 J "0" MANUAL LOCK IN ;I:\ SX BOTTOM DOOR RAIL IS OPTIONAL STAN —GUARD THRESHOLD SENS INTERIOR EXTERIOR ELEVATION KAGE WIDTH r_ "0" CLEAR DOOR OPENING DIRECTIONAL MOTION SENSOR EACH SIDE OF DOOR EMERGENCY BREAKOUT SLIDING DOOR ONLY 1/4" SHIM SPACE � I PLAN "0" PANEL .. N CLEAR FLEXIBLE PVC HOUSING WITH POLY PILE ' — °HORIZONTAL SECTION SAMPLE PACKAGE WIDTH INFORMATION J EXTERIOR HEADER ABOVE PKG. WIDTH NOMINAL CLEAR DOOR OPENING SUDING DOOR / PANEL NOM. WIDTH EMERGENCY BREAKOUT NOM. WIDTH 7' -0" 36" 41 1/2" 39" 8' -0" 42" 47 1/2' 45" 9' -0" 48" 53 1/2" 51" DATE: 02/13/09 NOTES: 1. DETAILS NOT TO SCALE. 2. ELECTRICAL REQUIREMENTS: 120VAC, 5AMPS MIN. TO OPERATOR BY ELECTRICAL CONTRACTOR. 3. SEE APPENDIX FOR ADDRIONAL INFORMATION. SINGLE SUDE FORMULAS PACKAGE WIDTH = 2 X CLEAR DOOR OPENING + 13 5/8" CLEAR DOOR OPENING =1/2 PACKAGE WIDTH — 6 13/16" EMERGENCY BREAKOUT WIDTH = CLEAR DOOR OPENING + 3.75" DOOR PANEL WIDTH = 1/2 PACKAGE WIDTH — 9/16" Page 1.1.23 . STANLEY�� JOB NAME LOCATION DOOR NUMBER SHEET OF DURA-GLIDE RIGHT HAND SINGLE SLIDE ANITTRANSOMNEL 1/4' SHIM SPACE - DIRECTIONAL MOTION • SENSOR STAN -GUARD ACCESS COVER EXTERIOR ifl ✓ I 0 Z Z ()- FRAME WIDTH 0 4 1/2'(114) J INTERIOR N 0 N ()VERTICAL SECTION 0 N • SEE APPENDIX ro FOR THRESHOLD OPTIONS ROUGH OPENING STANLEY DOOR PACKAGES ARE INDIVIDUALLY ENGINEERED TO FIT YOUR JOB REQUIREMENTS PACKAGE WIDTH 0 X S a ELECTRICAL- s.— o N. v CLEAR DOOR OPENING SUDING DOOR / PANEL NOM. WIDTH EMERGENCY BREAKOUT NOM. WIDTH (2, -- 41 1/2" 39" 8' -0" \ \ 47 1/2" 45" i 53 1/2" / /"SX" "0" i I PACKAGE WIDTH ELEVATION STAN -GUARD THRESHOLD SENSOR PACKAGE WID111 INTERIOR "0" PANEL \\ I N "SX" DOOR tL- - - -- ()HORIZONTAL SECTION EXTERIOR SAMPLE PACKAGE WIDTH INFORMATION DTMNOMINAL CLEAR DOOR OPENING SUDING DOOR / PANEL NOM. WIDTH EMERGENCY BREAKOUT NOM. WIDTH 7' -0" 36" 41 1/2" 39" 8' -0" 42" 47 1/2" 45" 9' -0" 48" 53 1/2" 51" INTERIOR "0" EXTERIOR EMERGENCY BREAKOUT SUDING DOOR ONLY CLEAR DOOR OPENING DIRECTIONAL MOTION SENSOR EACH SIDE OF DOOR 1/4" SHIM SPACE PLAN _I 1 3/4 144) HEADER ABOVE NOTES: 1. DETAILS NOT TO SCALE. 2. ELECTRICAL REQUIREMENTS: 120VAC, 5AMPS MIN. TO OPERATOR BY ELECTRICAL CONTRACTOR. 3. SEE APPENDIX FOR ADDI11ONAL INFORMATION. SINGLE SLIM FORMULAS PACKAGE WIDTH = 2 X CLEAR DOOR OPENING + 13 5/6" CLEAR DOOR OPENING =1/2 PACKAGE WIDTH - 6 13/16" EMERGENCY BREAKOUT WIDTH = CLEAR DOOR OPENING + 3.75" DOOR PANEL WIDTH = 1/2 PACKAGE WIDTH - 9/16" Page 1.1.5 16GA. GUSSET R SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN 14. TOP TRACK HOLD 16" EA. END Q. STUD HOLDOWN PER SCHED. EA. END SEE DTL. "b —b" SYMM. DIAG. STRAPS PER SCHEDULE (DO NOT SPLICE) DBL. STUD TYP. EA. END OF WALL (U.N.O.) DRIVE PINS © 24 "o /c C� S H EARWALLS TYP. — y3.r.LL_ p • e I • o p • .0 a a I Q e R a d 1 e - - - • • n • O f 4• e R' a- id' a v •�, eo e, d • p • a`�,0•e, O 9� Ca TYP. Q. OF STRAP TO INTERSECTION OF .DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN RIM J01ST OR TRACK 38 STUD WALL TYP. HOLDOWN PER SCHED. EA. END SEE DTL. "b —b" BRACED SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGH- NO SLACK ALLOWED BTWN. STUDS. June 23, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Josh Johnson Sabey Construction, Inc. 12201 Tukwila International B1, 4th Floor Tukwila, WA 98168 RE: Request for Extension Development Permit No. D10 -284 Sabey — 3355 S 120 P1 Dear Mr. Johnson, This letter is in response to your written request for an extension to Permit Number D10 -284. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through January 7, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall 't Technician File: Permit No. D10 -284 W:\Permit Center\Extension Letters\Permits\2010\D10 -284 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i Sabey Permit #D10-284 - Portal Replacement Page 1 of 1 Sabey Permit #D10 -284 - Portal Replacement Josh Johnson [JoshJ @sabey.com] Sent: Wednesday, June 08, 2011 12:25 PM To: Bill Rambo Cc: Matt Meile [MattM @sabey.coml Bill We will be acting upon this permit shortly. We have been waiting for all long lead items to arrive to the jobsite prior to starting any work on this permitted work. This is due to the security nature of the portal replacement work. Please do not allow the permit to expire on 7/11/11. We are having a pre -con meeting for this work tomorrow and expect all materials to be on site in about 2 weeks. Thank You, Josh Johnson LEED A.P. Sabey Construction, Inc. Cellular: 206.3 69.1548 www.Sabev.com This message is intended only for the named recipient. If you are not the intended recipient, you are notified that disclosing, copying, distributing or taking any action based on the contents of this information is strictly prohibited. 0•Kt 40 / c /7 2* 00a/ mlollh RECEIVED JUN 10 2011 PERMITCENTEF https: / /webmail.tukwilawa. gov /owa/ ?ae= Item& t = IPM.Note &id= RgAAAACLODHcxUig... 06/10/2011 06 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JOSH JOHNSON SABEY CONSTRUCTION 12201TUKWILA INTERNATIONAL BL 98168 RE: Permit No. D10 -284 3355 S 120 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/11/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/11 /2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, '),10 "3„L Bill Rambo Permit Technician File: Permit File No. D10 -284 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development CORRECTION NOTICE RESPONSE for Building Department Development Permit Number: D10 -284 Date of Notice: December 3, 2010 Planner Examiner: Dave Larson Phone: (206) 431 -3678 Address: City of Tukwila 6300 South Center Blvd #100 Seattle, WA 98188 Email: Site Address: 3355 S 120 PI Attention: Sandra Suskic Sabey Corporation - Project Manager Phone: (206) 277 -5271 Address: 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168 Email: SandraS @sabey.com Date: December 14, 2010 Dave, This letter is in response to your plan review dated December 3rd, 2010 in which we were required to respond to specific correction notices: 1. An emergency releasing device (button) will be added in the mantrap enclosure. Refer to the drawing note 17. 2. All sequence of door operations are added to the floor plan notes. Refer to the floor plan note 18. Please call me if you have questions, or need further clarification. Thank you. Sincerely, Sabey Corporation ,,QQ .hwicier Sandra Suskic cxrYRWTYMALA DEC 16 2010 D\ PERMIT CENTER ORRECTION Tqo 0-214 • • fly ff T 1 Jim Haggerton, Mayor Department of Comm : nity Development Jack Pace, Director December 7, 2010 Josh Johnson 12201 Tukwila International B1— Fourth Floor Tukwila, WA 98168 RE: Correction Letter #2 Development Permit Application Number D10 -284 Sabey — 3355 S 120 PI Dear Mr. Johnson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician encl File No. D10 -284 W:\Permit Center \Correction Letters \2010010-284 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Building Division Review Memo Tukwila Building Division Dave Larson, Senior Plan Examiner Date: December 3, 2010 Project Name: Sabey Permit #: D10 -284 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. An emergency releasing device or button is required to open the sliding entry door to the mantrap from within the mantrap so that a person has a means of exiting without special knowledge or effort such as a card key as required to pass through the second door. 2. All sequence of door operations and other safety releasing systems will need to be included in the plans instead of the response letter to the last review memo Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. City of Tukwila Department of Community Development CORRECTION NOTICE RESPONSE for Building Department Development Permit Number: D10-284 Date of Notice: November 3, 2010 Planner Examiner: Dave Larson Phone: (206) 431 -3678 Address: City of Tukwila 6300 South Center Blvd #100 Seattle, WA 98188 Email: Site Address: 3355 S 120 PI Attention: Sandra Suskic Sabey Corporation - Project Manager Phone: (206) 277 -5271 Address: 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168 Email: SandraS @sabey.com Date: November 12, 2010 Dave, This letter is in response to your initial plan review dated October 29, 2010 in which we were required to respond to specific correction notices: 1. The door schedule added to the sheet A.2A.1. 2. The 14 diamond keyed sheet notes on sheet A.2A.1 do correspond to circle numbers in the construction plan. Note #12 Control sequencing is referring to the sequence for operating doors 102 and 100 as well as 101 and 103. Door 100 and door 102 sequencing: In front of door 102 there will be infrared reader push button. When activated the sliding door 102 will open. Inside of the man trap door, when the slider door 102 closes, person will scan the badge. At that time the door 100 will open. Both doors must be shut before a door will release, and only one door will release at the time. The door sequencing functions are for security purpose and existing equipment will be reused. In the event of power outage, the sliding door 102 and 103 will fail in the open position. None of the new doors are in the path of egress. Please call me if you have questions, or need further clarification. Thank you. Sincerely, Sabey Corporation Sandra Suskic CORRECTION LTR #_j� �curdrm, RECEIVED NOV 17 2010 PERMIT CENTER 1 • • ity 4 %fTuJi..'lla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 3, 2010 Josh Johnson 12201 Tukwila International BI — Fourth Floor Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D10 -284 Sabey — 3355 S 120 PI Dear Mr. Johnson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -284 W:\Permit Center\Correction Letters\20I0'D10 -284 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: October 29, 2010 Project Name: Sabey Permit #: D10 -284 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The drawing index on sheet G0.0 lists a door schedule on sheet A.2A.1. I could not find a door schedule. 2. There are 14 diamond keyed sheet notes on sheet A.2A.1 that appear to correspond to the circled numbers in the construction plan A. Diamond # 12 "Door Control Sequencing" was not found. Please provide all pertinent details about the function of this security door system and relevant code sections used. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • OPERMIT COORD COPY i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -284 DATE: 12/16/10 PROJECT NAME: SABEY SITE ADDRESS: 3355 S 120 PL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Bitl`Itiing- Divl or�v, Public Works Fire Prevention Structural u Planning Division nPermit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: kv Incomplete ❑ DUE DATE: 12/21/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required n No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/18/11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PENNY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -284 DATE: 11 -17 -10 PROJECT NAME: SABEY SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEEPARTM�ENTS: I Buili9ing IJivis oon �. `° Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-18-10 Complete Ix] Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-16-10 Approved n Approved with Conditions ❑ Not Approved (attach comments) 1:Z1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11101 tO Departments issued corrections: Bldg\ Fire ❑ Ping ❑ PW ❑ Staff Initials: l V" Documents /routing slip.doc 2 -28 -02 PER 1 iY PY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -284 PROJECT NAME: SABEY SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # DATE: 10 -27 -10 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ns� n Pul5lic Works AA c ire Prev ention Structural t n 101q.121 Lila" Planning Division Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 10 -28 -10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-25-10 Not Approved (attach comments) Kr DATE: Permit Center Use Only 7� CORRECTION LETTER MAILED: I\— �' I 0 Departments issued corrections: Bldg J � Fire 1=1 Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIVED DEC 16 2010 EEVELOP DEVELOPMENT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Cg R2 ? 2- IL+f'' Plan Check/Permit Number: D 10 -284 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sabey Project Address: 3355 S 120 P1 Contact Person: 1J1241-N atS14(C- Phone Number: 20(0 2 8 ( V-00 Summary of Revision: Key NoTE5 okvci 18 *mei> ID T im PE8Wtr1G, . A2. 1 Sheet Number(s): A 2 . A r "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \JAN(� ,1 \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http.• / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/17/10 Plan Check/Permit Number: D10 -284 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sabey RECEIVED env OP TUKWILA NOV 17 SO PERM Tlip Project Address: 3355 S 120th Place Contact Person: Josh Johnson Phone Number: Summary of Revision: Door schedule information added and clouded. (206) 369 -1548 Sheet Number(s): A.2A.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Id Entered in Permits Plus on / /OM H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Pry er Friendly Page or Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC*953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2011 Active DASCOC`066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZ ARCHITECTUAL DEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC *141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI*221RR 0 It W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS*267LP BERKLEY STRUCTURES INC Construction Contractor General Unused https : / /fortre s s. wa. gov /l ni/bbip /Print. aspx 01/12/2011 i 0 2 e E late East \bldg5\comm GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT STANDARDS AS PROVIDED BY THE BUILDING OWNER • 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE DIFFERENT TRADES. "GENERAL CONDITIONS, AND BUILDING FOR COORDINATING THE WORK OF 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6.. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES.. 8.` CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED, 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE THE TENANTS. BUILDING MANAGEMENT TO AVOID DISRUPTION TO ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. ADJ AFF ALT ALUM APC APPROX ARCH ACT BLDG BOT CAB CL CLG CLR COL CONC CONE DEMO DEPT DF DIA DIFF DIM DTL DW. DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN FLUOR FLR FO FOIC ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM - ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL - ACOUSTICAL CEILING TILE AUDIO VISUAL - BUILDING BOTTOM CABINET - CENTER LINE - CEILING - CLEAR - COLUMN - CONCRETE - '.CONFERENCE DEMOLITION - DEPARTMENT - DRINKING FOUNTAIN. -" DIAMETER DIFFUSER - DIMENSION - DETAIL - DISHWASHER - DRAWING EACH ELEVATOR - ELECTRICAL ELEVATION - EQUAL - . EQUIPMENT - EXTERIOR - FIRE ALARM FLOOR DRAIN - FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION - FINISH - FLUORESCENT - FLOOR - FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY ` LINEAR FOOT - MATERIAL. MAXIMUM - MEDIUM DENSITY `FIBERBOARD MECH MECHANICAL MEZZ - MEZZANINE MFR - MANUFACTURER MIN MINIMUM MISC - 'MISCELLANEOUS MTD - MOUNTED MTL METAL N/A NOT APPLICABLE NIC - NOT IN CONTRACT NTS NOT TO SCALE OC - ON CENTER OFF OFFICE OPNG - OPENING OVHD -� OVERHEAD P PAINT PART - PARTITION PERF PERFORATED PERIM - PERIMETER PERP PERPENDICULAR PLAM - PLASTIC LAMINATE PLYWD PLYWOOD QTY - QUANTITY (R) - RELOCATED RA RETURN AIR RCP - REFLECTED CEILING REC - RECESSED REF - REFERENCE REFR - ` REFRIGERATOR REL - RELOCATE REV - REVISION OR REVISED RM ROOM RO - ROUGH OPENING RTD - RATED SCHED - `SCHEDULE SF SQUARE FEET /FOOT SHT - SHEET SIM ` - SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR - SPEAKER SQ SQUARE STD - STANDARD STL - STEEL STOR STORAGE STRL - STRUCTURAL STRUC STRUCTURAL SYMM -' SYMMETRICAL TBD TO BE DETERMINED TEL TELEPHONE OR TELECOM - TEMPERED. THICKNESS - TOP OF - TOP OF SLAB - TYPICAL UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, •THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 1. PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5 -1ST 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 FLOOR 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - B REGULATIONS Sc ORDINANCES NFPA C. ACCESSIBILITY INTERNATIONAL BUILDING CODE 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE - BUILDINGS AND 2009 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - ICC CONSTRUCTION TYPE IA FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: B (SERVER FARM) 4. FIRE RESISTIVE CONSTRUCTION .REQUIREMENTS :. SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: NO ALTERATIONS TO EXITS 6. PROJECT DESCRIPTION: REPLACE EXISTING BALISTIC MAN TRAP DOORS. FACILITIES - 2004 SEPARATE PERMIT REQUIRED FOR �M ealectilad E P umbtnn Ma POI. City of Tukwila, BUILbING DIVISION, 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) 0 REVIEW. COPIES FOR WITH BUILDING OWNER. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION: SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. FURR GA. GC GL GWB HC H DW HM HR INCL INFO INSUL LAV LF MATL MAX MDF TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD WOOD W/O - WITHOUT TENANT: Sabey Data Center Intergate East 3355 South 120th Place Seattle, WA 98168 Tel: 206.243.0175 Fax: 206.243.0269 ARCHITECT: Sa bey Architecture 12201 - Tukwila international Seattle,WA 98168 Tel: 206.281.8700 Fax: 206.281.9951 EMAIL: sandras@sabey.com Blvd. BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168: Tel: 206.281.8700 Fax 206.282.9951 ATTN: SANDRA SUSKIC DRAWING DRAWING ISSUED GENERAL CONTRACTOR: Sa bey Construction 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.281.9951 ATTN: GLENN PARRY WA License: SABEYC1033KM HVAC CONTRACTOR: TBD ELECTRICAL CONTRACTOR: TBD REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE:: Revisions will require a new may include additional w plan submittal Y dditional plan review fees. INDEX co GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 SITE PLAN ARCHITECTURAL INTERIORS A.2A.1 CONSTRUCTION/ELECTRICAL/FINISH PLAN DOOR SCHEDULE / oETAILS STRUCTURAL Si TYPICAL STRUCTURAL DETAILS DEFINITIONS AND DIMENSIONS FLOOR PLATE N .T S. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 20' 0 L ANGLE (� AT CENTERLINE O 1 INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR 0 TITLE DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE • FLOOR ELEVATION SYMBOLS +1' -0" NOMINAL FLOOR f ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE `/ ROOM ID OFFICE 1127 DOOR SYMBOL SPACE NAME SPACE NUMBER DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL. REVISION NUMBER A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2: "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION .NOTED. O PONENTS REQUIRED TO 3 "AS REQUIRED INDICATES CONTRACTOR SHALL PROVIDE C M Q COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. B. DIMENSIONS: 1 DIMENSIONS ARE INDICATED TO. THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR' ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE 'NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE: DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. Disfig Loo 1: • • ill II ill 7 I�I • ••• amIi �' ® �°tl�'� J ntu11JJto 1 r'\' I --r-- �•- ---�•� - -� • 0 I ‘I - - --I ----- 9 ___ I� i • • • • • • • • ® ® 10 0 u = = u .1 .I ' 1 f AM AM�M �o rl • • it EXIT �E . Permit Na a•.1 'y Plan review approval is Etta and omissions. Approval of construction document does not authorize 11 Ec violation of any adopted code or orb. Receipt 01 Reid Copy and a Is acknowledged: BY �i�� 8dif�loUll6d� Date City ds'Ikvila ,...N. ` I11tSlO BUILDING D NO CHANGE TO EXITS. AREA OF WORK J J REVIEWED FOR CODE COMPLIANCE ApDCIf1VED DEC 2 2 2010 City of BUILDINGDIvisinn� RECE1VED OCT 2 7 2010 PERMIT CENTER SABEY ARCHITECTURE b CONSULTANTS - - REGISTERED A' . ITE . T A ' 'M. A'' '� ON STATE OF WASHINGTON REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. Tenant Improvement for- BUILDING 5 MAIN LOBBY MODIFICATIONS inter e. �t 9. A TECHNOLOGY CAMPUS 3411 South 120th. Place Tukwila, WA DRAWING TITLE: COVER SHEET, GENERAL INFORMATION PROGRESS DATE: io,iv10 FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: .1)10 2.89 • 6 PROJECT NOTES DMSION I GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE W ITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ) ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR I S RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE / EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. MECHANICAL AND ELECTRICAL TO B E DESIGN BUILD UNDER SEPARATE PERMIT. ' 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED " " CABLES OFFICE FURNITURE, (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA , EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIO S FIRE EXTINGUISHERS, AUDIBLE ALARMS , STROBES, SPRINKLERS , SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DMSION II SITE WORK 02050 DEMOLITION FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE 1 , DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. UPON COMPLETION OF ALL DEMOLITION H 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, DURING THE M , PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED Y THE PRICING PLAN SPACE PLAN WITH WORK LETTER SHALL BE B FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. REMOVED, RELOCATED, OR KEPT F , 5. ALL DAMAGED AREAS SHALL BE : PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK: DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH 1. ROUGH CARPENTRY TO iNCL A , FRAMING, ' WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT FRAM , SUPPORTS, ETC. AS DETAILED. 06200 FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. DMSION VIII DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE- MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. _ FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4: SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. - PAIR OF BUTT HINGES, ONE LATCHSET 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 1 2 PA OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. . 08810 - GLASS 1/4" G SAND DOORS SHALL BE 1 4 TEMPERED SAFETY GLAZING, ALL GLASSAT'SIDELI HT , / UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK: DMSION IX ' - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS S AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE. FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: ' GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, E , ETC.. VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED UIRED AFTER INS'T'ALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE ` REQUIRED BY CODE < AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI- EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY: 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE. WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING / PENETRATING WALLS WITH ACOUSTICAL INSULATION. - PROTECTED BY APPLICABLE FIRE -RATED PENETRATIONS OF FIRE RATED WALLS BE ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 09530 ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO 3: PREPARE SUB FL W Q PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH A) B) DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES PAINTED WOODWORK TO BE FINISHED WITH ONE (2) FINISH COATS. SEALED WOODWORK TO BE STAINED PER FINISH A COMMERCIAL GRADE CLEAR SATIN VARNISH. AS INDICATED IN DRAWINGS. (1) COAT PRIMER AND TWO SCHEDULE AND SEALED WITH 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: "ARCHITECTURAL ( ) AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6 . TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DMSION XII - FURNISHINGS DMSION XV - MECHANICAL (under SOparate' permit), 15400 PLUMBING 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM 'PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES: 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELL S AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH Q THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE. EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PR OVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING (under separate permit) 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COIMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECIHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4: CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND AND BUILDING OWNER FOR REVIEW D APPROVAL.. PRIOR TO INSTALLATION.. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR AG DAM ED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 ELECTRICAL AND TELECOMMUNICATIONS (underseparate permit) 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE RI TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVERPLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDIINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED TE AT 15" AFF TO THE CENTER LINE -UON. 5: WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, I N, 'ALL. DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING X STANDARD N EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT- "EMERGENCY" OUTLETS SHALL BE RED, AN D "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON, 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND `COMPUTER CABLING, AN CO AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES: 15. DRAWINGS INDICATIE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED.' 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE ARCHITECT BEFORE INSTALLATION. 18. ELECTRICAL ENGINIEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS U ATIONS FOR- EACH DISCIPLINE.. 20. ARCHITECTS DOCUMENTS- INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER ` OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. DESIGN OF ELECTRIICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERIMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REVIEWED FOR CODE COMPLIANCE APPonvF D DEC 9 2 2010 City of Tukwila BUILDING flit►IcIGN RECEIVED OCT 27 2010 PERMIT CENTER SABEY ARCHITECTURE CONSULTANTS REGISTERED A' M. A ER ON STATE OF WASHINGTON REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, y li n pca d, used or disclosed without the written concent of the Sabey Corporation. Tenant Improvement for BUILDING 5 MAIN LOBBY MODIFICATIONS rnter ate.ast A TECHNOLOGY CAMPUS 3411 South 120th. Place Tukwila, WA DRAWING TITLE: GENERAL INFORMATION` PROGRESS DATE: 10/I9/10 FILE: PLOT: PROJECT NUMBER: BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: 0 gl'I1 ITI rI a s® 7+00 • LEGAL DESCRIPTION: ARCHITECTURE LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 , OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACHED TO SAID PARCEL BY OPERATION OF LAW: REGISTERED EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST. CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 1, SAID POINT : BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO 8810200800: CONSULTANTS AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO 9203260787: SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 102304 -9069. 3355 S. 120TH PL. SOUTH 124TH RTRFFL SOUTH 124TH STREET rid AC REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation: Tenant Improvement for PARKING 111000 =188 I-FR SPRINKLERED 411 Us: ..n... E® o I ■1 To ..0 ®ia ' UI. ®coy® I isi ❑ .i li..j. .I1.. 0 •o 3411 South 120th. Place Tukwila, WA DRAWING TITLE: G I TE PLAN . ..M. • 4!4 4!44 4 REVIEWED FOR CODE COMPLIANCE �conanlUIFO DEC 2 1111U PROGRESS DATE: FILE: , 10/19/10 PLOT: PROJECT NUMBER: DRAWN BY CHECKED BY: APPROVED BY: EXISTING WALL- FLOOR TO STRUCTURE ABOVE. BALLISTIC PROOF WALL : NEW WALL- AS PER DETAIL J AND STRUCTURAL ENGINEER DRAWING 3O DEMOLISH EXISTING WALLS AND MAN TRAP DOORS 4O NEW SLIDING DOORS O MAKE GOOD FLOOR AFTER DEMOLITION. POUR IN LAYER OF CONCRETE TO FILL IN THE RECESS . O PROVIDE NEW CARPET HARD LID CEILING IN NEW ENCLOSURE. PROVIDE LIGHTING O PROVIDE WALL PANEL IN "3 FORM ". PROVIDE UNIFORMED LED LIGHTING BEHIND PANEL. 10 CARD READER 11 REUSE EXISTING SCANNER 12 DOOR CONTROL SEQUENCING 13 NEW BALLISTIC DOOR 14 NEW WALL AS PER DETAIL J AND STRUCTURAL ENGINEER S1 , NO BALLISTIC PROTECTION NEEDED EXISTING CONSTRUCTION TO REMAIN OBEY NEW PARTITION WALL ARCHITECTURE EXISTING TO BE DEMOLISHED PIMP — /e — M /EL BETWEEN TWO ENTRIES. 15 REUSE EXISTING INTERCOM 0, REPLACE EXISTING DOWNLIGHTS IN THE LOBBY 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS, CONSULTANTS 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD UNO. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED lin FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 10. REPAIR EXISTING WALLS AS REQUIRED. 11. NOT USED 12. VERIFY ALL SECURITY AND LOW VOLTAGE VOICE DATA WITH BUILDING MANAGEMENT. 13. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. PROVIDE EMERGENCY RELEASE BUTTON TO OPEN SLIDING DOOR. PROVIDE SIGNAGE: "PRESS IN EMERGENCY TO OPEN SLIDING DOOR" SYMBOL MANUFACTURER DOOR 100 AND DOOR 102 SEQUENCING(SAME AS DOORS 101 AND 103): IN FRONT OF DOOR 102 PROVIDE INFRARED ` READER PUSH BUTTON. WHEN ACTIVATED THE SLIDING DOOR 102 WILL OPEN. INSIDE OF THE MAN TRAP DOOR, WHEN THE SLIDER DOOR 102 CLOSES, PERSON WILL SCAN THE BADGE. AT THAT TIME THE DOOR 100 WILL OPEN. BOTH DOORS MUST BE SHUT BEFORE A DOOR WILL RELEASE, AND ONLY ONE DOOR WILL RELEASE AT THE TIME. THE DOOR SEQUENCING FUNCTIONS ARE FOR SECURITY PURPOSE AND EXISTING EQUIPMENT WILL BE REUSED. IN THE EVENT OF POWER OUTAGE, THE SLIDING DOOR 102 AND 103 WILL FAIL IN THE OPEN POSITION. PROVIDE EMERGENCY RELEASE BUM TO IP BOORS 102 AND 103. B -1 TBD 4 "h COVED /STRAIGHT RUBBER BASE. COLOR: TBD EXISTING HARD CEILING CPT -1 FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE EXISTING HARD LID CEILING - PAINT P -1 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD • CITY CORRECTION 12/14/2010 P -2 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD P -3 FIXED TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS REFER TO STRUCTURAL DRAWING FOR DETAIL MEMBER SIZES BENJAMIN MOORE WOOD DOOR- STAINED /FRAME SEMI -GLOSS FINISH COLOR: TBD TOP OF THE SUDING DOOR INFRA RED I READER PUSH BUTTON POWER OPERATED SLIDING DOOR NO HARDWARE BADGE SCANNER REFER TO STRUCTURAL DRAWING FOR DETAIL DOOR & HARDWARE GENERAL NOTES A CITY CORRECTION 11/12/2010 REVISIONS ISSU E All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. Tenant Improvement for BUILDING 5 MAIN LOBBY MODIFICATIONS. Thareegate,teast A'' TECHNLOGY CAMPUS 3411 South 120th. Place Tukwila, WA INSULATION WHERE NOTED WALL TYPE: PER STRUCT. 101 3' -0" 8' -O HM NR , DOOR TO BE PAINTED TO MATCH DOSING 102 6' -0" 8' -1" 103 6' -0" 8' -1" NR SEE ELEVATION B ( 33'OPENING) NR SEE ELEVATION B (33" OPENING) DRAWING TITLE: CONSTRUCTION/ FINISH PLAN 5/8` GWB EACH SIDE JOINT COMPOUND HARDWARE GROUP HARDWARE: REMARKS GROUP 1 SINGLE, ' NON- RATED 48° W X 96° H X 7/16' THICK UL -752 LEVEL 3 BULLET RESISTANT FIBERGLASS SHEETS(°BULLEF GUARD'). 1 ENTRY FUNCTION MAGNETIC LOCKSET, POWER OPERATED 1.5 PAIR HINGES REVIEWED FOR CODE COMPLIANC DOOR TYPES AppanvEn DEC 9 2 2010 BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT PER STRUCT. PAINTED HOLLOW METAL E = EXISTING City of Tukwila BUILDING DIUIRI()M MATCH ALL EXISTING `CONDITIONS FRAME PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY CHECKED BY APPROVED BY CONCRETE SLAB. PAINTED FLUSH S.C. HOLLOW METAL DOOR DRAWING NUMBER: 00RRECON WIDTH A L: \99files \99136 \99136043 \SDC S1.1— framing plan & sects- 16- 99136043.dwg, 10- 19 -10, 3:00pm, nank, 16 BEARING HEADER PER PLAN CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. (2) SCREWS 16 "o /c TOP & BOT. c, HEADER SINGLE WINDOW SILL TRACK 16GA. NON- BEARING HEADER TYPICAL HEADER DETAIL 16GA. GUSSET R w/ 7- #10 VERT. HORIZ. & DIAGONAL EA. END EA. STRAP EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN TOP TRACK HOLD 16" EA. END . STUD HOEDOWN EA. END SEE DTL. "b -b" P eI TYP. 4. SYMM. a'�9•o� b' a', P.•0 T .) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. ON HEADERS COPE OUT FLANGES SO WEBS LAP 11" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. (1) CRIPPLE STUD . OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN RIM JOIST OR TRACK 3 STUD W LL TYP. HOLDOWN EA. END SEE DTL. "b -b" "X" BRACED SHEAR WALL ELEV. ELEVATION B -1.1 CRC OR STRAP PER SCHEDULE N.T.S. DRIVE PINS 24 "o /c MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) TRACK BLOCKING TO MATCH STUDS, PLACE 0 10' -0 "o /c MAX. ALONG WALL & 0 EACH END OF WALL BEND UP 4" EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS 0 16 "o /c OR 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB 0 TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. SCREWS 0 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF CEILING JOISTS 0 MID -SPAN OF JOISTS, LAP STRAPS 24" MIN. w/2 ROWS SCREWS 4 o/c EA. ROW (6 PER LAP) SEE NOTE BELOW PARTS SCHEDULE ITEM CALLOUT MINIMUM PRCPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy(k.s.i.) t(in 4) S(in.3) A(in.2) Ty ICC ESR -2054 co z C8 HEADERS ** (TYP. U.N.O.) 50 11.08 2.60 1.30 (2)800S162 - 54 (50ksi) " " (2) 8" x 1 x16GA. . .-IN Iz 3 RIM JOISTS & BLKG. ** 8" x 1 " x 16GA. NOM. 50 4.44 0.96 0.56 .30 800T125 - 54 (50ksi) WALL TOP TRACK ** 3/" x 1 " x 16GA. C 50 0.65 0.31 0.32 0.37 362T125 - 54 (50ksi) WALL BOT. TRACK ** 31 "x 1 " x 16GA. E 50 0.65 0.31 0.32 0.37 362T125 - 54 (50ksi) WALL STUDS 31" x 1 " x 20GA. C i "MIN. 33 0.53 0.26 0.25 0.59 362S162 - 33 1 . x 16GA STRAPS y WIDE x 160A. FLAT STRAP 50 - -- - -- - -- - -- 20GA. x 2" x 2" ANGLE 33 - -- - -- - -- - -- - -- SCREWS '' (MTL. TO MTL.) #8 -18 x 1" HWH #2 OR PPH #2 HILTI SCREWS (G.W.B. TO MTL.) #10 -24 x 1 i" PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177 "� X 1 LOW VELOCITY DRIVE PINS HILTI ICC ESR -1663 NOTES: * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. SCREWS 0 16 "o /c TO ALL WALL TRACKS 20GA. 2" x 2" ANGLE x CEILING JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) SCREWS 0 EA. CEILING JOIST T. & B. TYP. SCREWS 0 16 "o /c JOIST OVER WALL (SEE PLANS FOR LOCATIONS) SOLID BLOCKING END TWO CEILING JOIST SPACES 0 EA. STRAP RUN, SAME GAUGE & SIZE AS CEILING JOISTS. ����' PROVIDE TWO SQ Q`.P SPACES OF SOLID Q< _ BLKG. ® EA. END OF JOIST RUN CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY 16GA. TRACK CONT. (U.N.O.). PROVIDE 2" x 2" x 200A. ANGLE E.E. w/3 SCREWS PER LEG RIM JOIST SPLICES USE 1, "x6 "x160A. w/6 SCREWS E.S. NOTE: DO NQI SPLIC RIM JOIST OVER ANY HEADER. CONT. 16GA. TRACK w /f10 SCREWS 0 12' o/c TO BM. BELOW & 6 "o /c TO DECK 6 #10 SCREWS EA. SIDE COPE TRACK PER ARCH. 12' -9" MAX EXISTING PARTITION WALLS z B -1.1 -r =3 6 -1.1 22GA. VERCO PLB DECKING � w / #10 SCREWS 0 6 "o /c SUPPORTS & PERIMETER o PUNCHLOCK S.S. 0 2' -0 "o /c R CO 20GA. x 1 y" STRAP TO 2 BAYS BLOC ING MIN. EA. END PER TYPICAL JOIST BLOCKING & STRAP DETAIL PER ARCH. 4' -10" MAX. 800 S162 - 54 0 16 "o /c EXISTING PARTITION WALLS PARTIAL FRAMING PLAN NOTES: :" = 1' -0" 1. SEE DETAIL A -1.1 FOR TYP. FRAMING DTLS. (U,N.0.) 2. TOP OF LT. GAGE FRAMING, BOT. OF DECKING 0 ELEV. 12 -0 " (U.N.O.) 3. DO NOT SUBSTITUTE OTHER BRAND ANCHORS WITHOUT WRITTEN APPROVAL OF E.N.W. NOTE: ONLY ANCHORS WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED. 4.) WHERE BEARING WALLS SUPPORT JOISTS 0 16 "o /c SPACE THE STUDS 16 "o /c DIRECTLY BELOW JOISTS. WHERE BEARING WALLS SUPPORT JOISTS 0 24 "o /c OR 48"q /c SPACE THE STUDS 0 24 "o /c DIRECTLY BELOW JOISTS. WHERE WALLS ARE PARALLEL TO JOISTS SPACE THE STUDS CO 24 "o /c SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TYP. 5.) PROVIDE JOIST BLOCKING /BRACING PER DETAIL A -1.1 SEE "JOIST BRACING SCHEDULE" THIS SHT. 6.) X- BRACES SHOWN THUS: �.c ARE PER ELEVATION B -1.1 & WALL BRACING SCHEDULE. STL DECKING PER PLAN TYP. SUPPORT 7 INT. POST TYPICAL JOIST BLOCKING & STRAP DETAIL TYPICAL JOIST TO RIM JOIST w /DIAGONAL STRAPS CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REVD. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center (SDC -52) Tukwila, WA Building Dept. Contact - Mr. Allen Johnson, phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. 3. DESIGN LOADS a. Slab live load b. Seismic 350 psf Ss = 1.406 S1 = 0.737 le = 1,5, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.938 SD1 = 0.323 Basic Seismic Force Resisting System = LFWSFS Design Base Shear V = 1.0 kips Cs = 0.373 R = 4 Equivalent Lateral Force Procedure used. Mech. & Refrigeration unit loads will be picked up at the point of the units & transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF IN ACCORDANCE WITH SOILS REPORT #E- 2579 -13 DATED 9 -23 -88 PREPARED BY EARTH CONSULTANTS, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR TYPICAL LIGHT GAGE FRAMING DETAILS A -1.1 7" = 1' -0" SECTION [PER PLAN] JOISTS PER PLAN 16GA. TOP TRACK CONTINUOUS NO SPLICES #10 SCREWS 0 8 "o /c BUILT -UP BEAM (2) 800S -16 -54 w /16GA. TRACK T. & B. w/4 #10 SCREWS 0 12 "o /c (1 EA. COR.) TYP. POST BEYOND (2) 358 -S- 162 -33 w /20GA.TRACK EA. END w/4 #10 SCREWS 0 12 "o /c ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D 1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT, STEEL FORM DECK STEEL FORM DECK SHALL BE VERCO PLB -36 OR APPROVED EQUAL CONFORMING WITH ASTM 446, GRADE A, Fy= 33,000 psi WITH G60 GALVANIZING PER ASTM A 525. USE 22 GA. PLB; I=0.175 IN4, S= 0.198 IN3. CONNECT TO SUPPORTS WITH 7 #10 PER SHEET ACROSS EACH SUPPORT AND 12" 0/C AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN WITH BUTTON PUNCH AT 24" 0 /C. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: MISCELLANEOUS STEEL. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR E.N.W. E.F. E.W. F.O.C. F.O.P. F.O.S. ELEV. OR ENW M,A.S. M.B.S. NF. N.T.S. O.F. OPNG. O.T.O. PNL. REINF. R.O. SW SIM. SYMM. T. T.O.F. T.S. TYP. U,N.0. = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT ANE TO OUT = P = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. C-ti i" = 1' -0" DOUBLE STUDS TYP. 0 HOLD DOWN SIMPSON S /LTT20 w/ #10 TO STUDS & "0 SIMPSON TITEN D (EMBED 4 ") DETAIL 1 (EMBED 4 ") DETAIL •b -b• SEE SCHEDULE FOR LOCATIONS 11" = 1' -0" = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: LIGHT GAGE STEEL FRAMING: FABRICATORS: REPORTS: SEISMIC RESISTANCE: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOT REQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION. PROVIDE REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. ALL WALLS AND ROOF ELEMENTS ARE PART OF THE SEISMIC- FORCE- RESISTING SYSTEM, AND SHALL BE INSPECTED AS DESCRIBED ABOVE. REVIEWED FOR CODE COMPLIANCE DDQfVE f DEC 9 2 ZU'IO City of Tukwila o.a9.'LI BUILDING Divisi nm RECEIVED OCT 27 2010 PERMIT CENTER I- < 99136043 ENGINEER: D. LAKE DRAWN: N.K. DATE: z 0 U) SHEET NO: S1 co z M C 1(7) w m c o1- E ca o 0 LO O _ r`O) 0 o a co o) co co .o I- (1). CN CD O ` C0 c0 00 N = O N N N O G) Ucnt - u_ PARTIAL PLAN, DETAILS & GENERAL NOTES z wz (= U NTERGATE EAST CAMPUS JOB NO: 99136043 ENGINEER: D. LAKE DRAWN: N.K. DATE: 10 -19 -10 SHEET NO: S1